Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 3
... columns = 0.455l , diameter of central columns 0.3730 . The cross - sectional dimensions of the pontoon are depth = 0.278 € , breadth = 0.2074 , and corner - radius = 0.0381 . age of an extra matrix , if the Green function and its ...
... columns = 0.455l , diameter of central columns 0.3730 . The cross - sectional dimensions of the pontoon are depth = 0.278 € , breadth = 0.2074 , and corner - radius = 0.0381 . age of an extra matrix , if the Green function and its ...
Page 9
... columns . For shorter wavelengths these interactions are less significant , since the column diameter is comparable to the wavelength . A substantial number of discrete frequencies is required to define these oscillatory force ...
... columns . For shorter wavelengths these interactions are less significant , since the column diameter is comparable to the wavelength . A substantial number of discrete frequencies is required to define these oscillatory force ...
Page 11
... columns ) , the possible influence of the pontoons on the eigensolutions in the columns ( see Section 2.6 ) , and the simul- taneous occurrence within the same frequency band of different sources of fluctuation including both irregular ...
... columns ) , the possible influence of the pontoons on the eigensolutions in the columns ( see Section 2.6 ) , and the simul- taneous occurrence within the same frequency band of different sources of fluctuation including both irregular ...
Contents
HYDRODYNAMIC FORCESI | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Copyright | |
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acting amplitude analysis angle applied approximate assumed body boundary breaking calculated coefficient compared comparison components computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform position potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum structure surface Table theory values velocity vertical wave drift wave forces wave height wind